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Page 34
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2009. Impact of Shoulder Width and Median Width on Safety. Washington, DC: The National Academies Press. doi: 10.17226/14252.
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Page 35
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2009. Impact of Shoulder Width and Median Width on Safety. Washington, DC: The National Academies Press. doi: 10.17226/14252.
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Page 35

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34 1. AASHTO. “A Policy on Geometric Design of Highways and Streets.” Washington, DC (2001). 2. Mason, J. and K. Mahoney. NCHRP Synthesis of Highway Practice 316: Design Exception Practices. Transportation Research Board of the National Academies, Washington, DC (2003). 3. Stamatiadis N., K. Agent, and J. Pigman. “Design Exceptions and Safety.” Conference Proceedings of 3rd International Symposium on Highway Geometric Design. Chicago, IL (2005). 4. FHWA. Flexibility in Highway Design, FHWA-PD-97-062. Wash- ington, DC (1997). 5. AASHTO. A Guide for Achieving Flexibility in Highway Design. Washington, DC (2004). 6. Hauer, E. “Safety in Geometric Design Standards I and II,” Con- ference Proceedings of 2nd International Symposium on Highway Geometric Design. Mainz, Germany (2000). 7. Highway Safety Manual Home Page. Transportation Research Board of the National Academies. www.highwaysafetymanual.org. Accessed May 10, 2008. 8. Fitzpatrick, K. and M. Wooldridge. NCHRP Synthesis of Highway Practice 299: Recent Geometric Design Research for Improved Safety and Operations. Transportation Research Board, National Research Council, Washington, DC (2001). 9. Zegeer, C. and J. Deacon. “Effect of Lane Width, Shoulder Width, and Shoulder Type on Highway Safety.” State of the Art Report 6. Transportation Research Board, National Research Council, Washington, DC (1987); pp. 1–21. 10. Fitzpatrick, K., P. Carlson, M. Brewer, M. Wooldridge, and S. Miaou. NCHRP Report 504: Design Speed, Operating Speed, and Posted Speed Practices. Transportation Research Board of the National Academies, Washington, DC (2003). 11. Zegeer, C. and F. Council. Safety Effectiveness of Highway Design Features, Volume III: Cross Sections, FHWA-RD-91-046. FHWA, Washington, DC (1992). 12. Zegeer, C., J. Hummer, L. Herf, D. Reinfurt, and W. Hunter. Safety Cost-Effectiveness of Incremental Changes in Cross section Design— Informational Guide, FHWA-RD-87-094, FHWA. Washington, DC (1987). 13. Zegeer, C., J. Hummer, L. Herf, D. Reinfurt, and W. Hunter. Safety Effects of Cross Section Design for Two-Lane Roads, FHWA- RD-87-008. FHWA, Washington, DC (1987). 14. Council, F. M., and J. R. Stewart. “Safety Effects of the Conversion of Rural Two-Lane to Four-Lane Roadways Based on Cross-Sectional Models,” Transportation Research Record 1665. Transportation Research Board, National Research Council, Washington, DC (1999); pp. 35–43. 15. Agent, K. R., and J. G. Pigman. “Safety Impacts of Rural Road Con- struction,” Report KTC-01-01. Kentucky Transportation Center, Lexington, KY (2001). 16. Harwood, D. NCHRP Report 330: Effective Utilization of Street Width. Transportation Research Board, National Research Council, Washington, DC (1990). 17. Neuman, T., M. Schwartz, L. Clark, and J. Bednar. NCHRP Report 480: A Guide to Best Practices for Achieving Context Sensitive Solu- tions. Transportation Research Board of the National Academies, Washington, DC (2002). 18. Fambro, D., K. Fitzpatrick, and R. Koppa. NCHRP Report 400: De- termination of Stopping Sight Distances. Transportation Research Board, National Research Council, Washington, DC (1997). 19. Gladwell, M. The Tipping Point: How Little Things Can Make a Big Difference. Little, Brown and Company (2000). 20. Stamatiadis, N., J. Pigman, and D. Hartman. “Safety Consequences of Flexibility in Highway Design—Final Draft Report,” NCHRP Project 15-22. Transportation Research Board, Washington, DC (2004). 21. iTrans Consulting. “NCHRP Project 17-27 Interim Report.” NCHRP 17-27: Project Parts I and II of the Highway Safety Man- ual. Richmond Hill, Ont., 2005. 22. Lord, D., B. Persaud, S. Washington, J. Ivan, I. van Schalkwyk, C. Lyon, T. Jonsson, and S. Geedipally. NCHRP Web-Only Docu- ment 126: Methodology to Predict the Safety Performance of Rural Multilane Highways. Transportation Research Board of the National Academies, Washington, DC (2008). 23. Transportation Research Board. Highway Capacity Manual 2000. Transportation Research Board, National Research Council, Wash- ington, DC (2000). 24. Hauer, E. “Lane Width and Safety,” www.trafficsafetyresearch.com (2000). 25. Hadi, M. A., J. Aruldhas, L. Chow, and J. Wattleworth. “Estimat- ing Safety Effects of Cross-Section Design for Various Highway Types Using Negative Binomial Regression,” Transportation Re- search Record 1500. Transportation Research Board, National Research Council, Washington, DC (1995); pp. 169–177. 26. Harwood, D., E. Rabbani, K. Ricard, H. McGee, and G. Gittings. NCHRP Report 486: Systemwide Impact of Safety and Traffic Oper- ations Design Decisions for 3R Projects. Transportation Research Board of the National Academies, Washington, DC (2003). 27. Harkey, D. L., R. Srinivasan, J. Baek, F. M. Council, et al. NCHRP Report 617: Accident Modification Factors for Traffic Engineering and ITS Improvements. Transportation Research Board of the National Academies, Washington, DC (2008). References

35 28. Miaou, S., R. Bligh, and D. Lord. “Developing Median Barrier Instal- lation Guidelines: A Benefit/Cost Analysis Using Texas Data,” Trans- portation Research Record 1904. Transportation Research Board of the National Academies, Washington, DC (2005); pp. 3–19. 29. Agent, K. and J. Pigman. Accidents Involving Vehicles Parked on Shoulders of Limited Access Highways, Report KTC-89-36. Kentucky Transportation Center, Lexington, KY (1989). 30. Hauer, E. “Shoulder Width, Shoulder Paving and Safety,” www. trafficsafetyresearch.com (2000). 31. Rogness, R., D. Fambro, and D. Turner. “Before-After Accident Analysis for Two Shoulder Upgrading Alternatives,” Transporta- tion Research Record 855. Transportation Research Board, National Research Council, Washington, DC (1982); pp. 41–47. 32. Harwood, D., F. Council, E. Hauer, W. Hughes, and A. Vogt. Pre- diction of the Expected Safety Performance of Rural Two-Lane High- ways, Report FHWA-RD-99-207. FHWA, Washington, DC (2000). 33. Hauer, E. “The Median and Safety,” www.trafficsafetyresearch.com (2000). 34. Council, F., and J. Stewart. “Safety Effects of the Conversion of Rural Two-Lane to Four-Lane Roadways Based on Cross Sectional Models,” Transportation Research Record 1665. Transportation Re- search Board, National Research Council, Washington, DC. (1999); pp. 35–43. 35. Strathman, J., K. Duecker, J. Zang, and T. Williams. Analysis of Design Attributes and Crashes on Oregon Highway System, Report FHWA-OR-RD-02-01. FHWA, Washington, DC (2001). 36. Elvik, R. and T. Vaa. Handbook of Road Safety Measures. Elsevier, Oxford, UK (2004). 37. Neuman, T., R. Pfefer, K. Slack, K. Hardy, H. McGee, L. Prothe, K. Eccles, and F. Council. NCHRP Report 500, Volume 4: A Guide for Addressing Head-On Collisions. Transportation Research Board of the National Academies, Washington, DC (2003). 38. Fitzpatrick, K., D. Lord, and B. Park. “Accident Modification Factors for Medians on Freeways and Multilane Highways in Texas,” Transportation Research Record 1665. Transportation Re- search Board of the National Academies, Washington, DC. (2008); pp. 62–71. 39. Elvik, R. “The Safety Value of Guardrails and Crash Cushions” Accident Analysis and Prevention. 27(4), (1995); pp. 523–550. 40. Agent, K. and J. Pigman. Safety Impacts of Rural Road Construction, Report KTC-01-01, Kentucky Transportation Center, Lexington, KY (2001). 41. Washington, S., B. Persaud, C. Lyon, and J. Oh. Validation of Accident Models for Intersections, Report No. FHWA-RD-03-037. FHWA, Washington, DC (2005). 42. Lord, D., and J. Bonneson. “Development of Accident Modification Factors for Rural Frontage Road Segments in Texas.” Transporta- tion Research Record 2023, Transportation Research Board of the National Academies, Washington, DC (2007); pp. 20–27. 43. Myers, R. Classical and Modern Regression with Applications, 2nd ed. Duxbury Press, Pacific Grove, CA (2000). 44. Lord, D. “Modeling Motor Vehicle Crashes Using Poisson-gamma Models: Examining the Effects of the Low Mean Problem and Small Sample Size on the Estimation of the Fixed Dispersion Parameter.” Accident Analysis & Prevention, 38(4) (2006); pp. 751–766. 45. Hughes, W., K. Eccles, D. Harwood, I. Potts, and E. Hauer. NCHRP Web-Only Document 62: Development of a Highway Safety Manual. “Appendix C: Highway Safety Manual Prototype Chapter: Two-Lane Highways.” Transportation Research Board of the National Acad- emies, Washington, DC (2005); www.highwaysafetymanual.org/ (accessed May 2008). 46. SAS Institute Inc. Version 9 of the SAS System for Windows. Cary, NC (2002). 47. Oh, J., C. Lyon, S. Washington, B. Persaud, and J. Bared. “Validation of FHWA Crash Models for Rural Intersections: Lessons Learned.” Transportation Research Record 1840. Transportation Research Board of the National Academies, Washington, DC (2003); pp. 41–49. 48. Mitra, S., and S. Washington. “On the Nature of Over-Dispersion in Motor Vehicle Crash Prediction Models,” Accident Analysis & Prevention (in press). 49. Lord, D. and J. Bonneson. “Role and Application of Accident Mod- ification Factors Within Highway Design Process,” Transportation Research Record 1961. Transportation Research Board of the National Academies, Washington DC (2006); pp. 65–73.

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TRB’s National Cooperative Highway Research Program (NCHRP) Report 633: Impact of Shoulder Width and Median Width on Safety explores crash prediction models and accident modification factors for shoulder width and median width on rural four-lane roads.

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